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HomeMy WebLinkAbout04120118LOCATION MAP NOT TO SCALE r V pQn IF --(-%T VICINITY NOT TO SCALE PLANS PREPARED FOR: DEVELOPER: PLANS PREPARED BY: AMERICAN CONSULTING, INC. Architects 7260 SHADFLAND STATION Consultants INDIANAPOLIS, Ih 46256-3917 Engineers (317) 547-5580 FAX: (317) 543-0270 Copyright (C) 1966-2004 by American Consulting, Inc. INDD TITLE SHEET SITE/UTILIT" PL, GRADING PLAN PLAN DATE: �'\O•R' 6 5 Tf iq�0 ��� �} *: 9700328 •�NDIANR• � ���� AL ENS 04/19/2004 F:s V DATE DESCRIPTION z COL TIPTON COUNTY C2.1 C2.2 Ml v 1� 11/16/04 REVISE SANITARY HAM LTa OU ITY ALN 2 i A 12/07/04 REVISE WATER/SANITARY Z 12/20/04 REVISIONS PEF� CARMEL COMMENTS 13 R 19 Z J U �1 _Tj — � L 1 -Tr I 38 - SHERIDAN - { <>' 213 CICERO 37 31 Z Z 0 0 0 Z D 0 0 v Q 2 13 U W 19 37 O + O ®a 38 l' _� NOBL S LLE q�=n. JC P CA 11 I NESTIF EL 3 32 w 38 - 4 v "4 .d 38 37 69 R`JeC�r � CAAR�EL 31 431 _cr FIS RS 421 HA i N NTY s .... __ .... ,M1AMON OUN�Y HANCOCK COUNTY .. ............ i E , s I + --------.- LOCATION MAP NOT TO SCALE r V pQn IF --(-%T VICINITY NOT TO SCALE PLANS PREPARED FOR: DEVELOPER: PLANS PREPARED BY: AMERICAN CONSULTING, INC. Architects 7260 SHADFLAND STATION Consultants INDIANAPOLIS, Ih 46256-3917 Engineers (317) 547-5580 FAX: (317) 543-0270 Copyright (C) 1966-2004 by American Consulting, Inc. INDD TITLE SHEET SITE/UTILIT" PL, GRADING PLAN PLAN DATE: �'\O•R' 6 5 Tf iq�0 ��� �} *: 9700328 •�NDIANR• � ���� AL ENS 04/19/2004 F:s V DATE DESCRIPTION SHEET NUMBER COL C2.1 C2.2 Ml 1� 11/16/04 REVISE SANITARY i A 12/07/04 REVISE WATER/SANITARY AS 12/20/04 REVISIONS PEF� CARMEL COMMENTS C DAVID C. GEORGE, P. ACE JOB# IN2002.0968 Z O 2 N A '.O SCP PE -. -RAL rAIU EXI5TING WATER LINE - TO bE REMOVED 55' OF G" AD 5 PV 0 1.00% GRADE I i \'•, C, { • \ l.1 F AG;iE 0Px.. ice'` °, 5 R`.tea U CN ` w. '.a .. m : _a35.1q U I DN WALL. ItA v.- 7 t r - f rt' v•�v� o,' F F air ` AN5 FOR D- t X. o i I � _ 1 SFJ - 894.x.%0 y. , El INV. G PVC 5AN. LA�TERARL�N.W.=825.7! ---_ TA � ER DOUBLE 51®ED CURS iTOTAL LENGTH= 8.0 FT. INCLUDING TAPERS 47' OF G" PVC 5AN. E 5 G' f LATERAL @ 1.06 0 C. CURE G" CURS TAPER t `, i i 1s w ..J 110" . .:� . 1-�- Vim✓ --------------- ------ --------------,- --------- 1211 GATE VALVE CONNECT \ \ \ MAX CON �-� 5HALL C0 0 -J n lof Existinq 2 -,1 g0 0' 20' 40' SCALE: 1"=20' 51TE LEGEND OO SIDEWALK (SEE ARCH. PLANS FOR DETAIL) © H.C. RAMP O BUILDING PLAN LIMITS © EXTRUDED CURB OO 6" CONCRETE CURB ® HANDICAP ACCESSIBLE PARKING SPACE MENEM LIMITS OF NEW CONSTRUCTION SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. B. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH i.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. CHAMFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. 6LL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF /a/FT. & MAX. SLOPE OF 1: 20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. GENERAL UTILITY NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXrAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, 1N ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. CAUTION N THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILI PIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - - J 0 64oar W Z U Q Wig a o 3 N V (4 2 zZiv < o �2 U W W J Q 04 z W 0 � �� a U z� O � W m W � m z � ,D U U = d W W c O Q CL U H Li W a- fn U 64oar W Z U Q Wig a o 3 V (4 2 zZiv < W U W W J Q 04 z W 0 � �� ►-1 U z� cc 04 =v Z 9 _ z_ V m O �d C73 W // /% 0,11 \1 1A C. 0 I� J_ M 0Z 0 LLz Q CL J 0 LUQ W J H s Q~ Q W Z Q U m a o 3 UU OU O' G W U W W J Q CL U Q~ QLAJ m m �H- Q �� z Q 3 UU OU O' G M M MM U U J J W W U U o- Ot CUL d 0R Iq 1q Apppp PAP i,i111 DRAWING NO. SHEET C1 a TITLE: SITE AND UTILITY PLAN IN20010968.071.CLLSP G.dwg OF 0 0 m 0 v 0 0 0' 20' 40' SCALE: 1"=20' LEGEND ex. 4•t.m. EXISTING SANITARY FORGE MAIN ex.15'rcp EXI5TING 5TORM SEWER .......... =' EXI5TING 5POT ELEVATION -1780- - EXI5TING CONTOUR W_ EXI5TING WATER LINE G°* COM5INATION POLE EXI5TING TREE EXI5TING OVERHEAD, TELEPHONE AND TV O H glooe00 EXI5TIN6 GA5 LINE Q W Z Q maw �~ Q 0 EXI5TING GUY WIRE Z No UV 772 - PROP05ED CONTOUR _! W 823.5G PROP05ED SPOT ELEVATION Ua U Q WJ PROP05ED STORM SEWER U PROP05FO 5AN ITARY SEWER p-' TOR TOP OF RIM 0 U TC TOP OF CURE N BC 50TTOM OF CURB 17 - FL FLOW LINE pW, TW TOP OF WALL 04m 5W BOTTOM OF WALL 'r,� " "' € � Wm LIMITS OF NEW CON5TRUCTION E-' �:D z o z z GENERAL GRADING NOTES �-4 W Q � o :;-c W W tz d V f- li W d N 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL h QI PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. r ; to �• 'Z' aN . 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) V y M o F %n .< IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE Z Q Ni RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND (..� � rr n IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR Zv SHALL NOTIFY THE ENGINEER IMMEDIATELY. � w W Z � y 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN y •�+ a "' V 11:4 p W EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. Z A VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY �..� �., a COMPANIES SO AS NOT TO CAUSE DAMAGE. �/ ~ zLn 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE jrTly x`11 Gn o �e� CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON 1+1 Mei V N A SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE r' Z� APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER v� v EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY V SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO Z INSTRUCT AND OBSERVE DURING CONSTRUCTION. o 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO HAMILTON COUNTY STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. 15. SEE SHEET C4.2 FOR SHELL PIPELII-E COMPANY LP; GENERAL REQUIREMENTS FOR CROSSING AND WORKING NEAR SHELL PIPELINES. TREE PRESERVATION NOTES 1. ALL UNDERGROUND UTILITIES, DOWNSPOUTS, IRRIGATION LINES OR LANDSCAE LIGHTING SHALL BE ROUTED OUTSIDE OF THE TREE PRESERVATION ZONE. IF UTILITIES MUST CROSS THE PRESERVATION AREA, THEY SHALL BE BORED UNDER THE TREE. 2. NO MATERIALS. EQUIPMENT, SPOIL, WASTE OR WASHOUT WATER (ESPECIALLY FROM CONCRETE EQUIPMENT AND TOOLS, MAY BE DEPOSITED, STORED OR PARKED WITHIN THE PRESERVATION AREA. 3. ADDITIONAL TREE PRUNING REQUIRED FOR CLEARANCE DURING CONSTRUCTION MUST BE PREFORMED BY A QUALIFIED ARBORIST AND NOT BY CONSTRUCTION PERSONEL 4. ANY HERBICIDES PLACES UNDER PAVING MATERIALS OR IN FOUNDATION FOOTINGS MUST BE APPROVED BY THE CONSULTING ARBORIST IN WRITING AND BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTICIDES USED ON SITE MUST BE TREE -SAFE AND NOT EASILY TRANSPORTED BY WATER. 5. ANY GRADING, CONSTRUCTION, DEMOLITION OR OTHER WORK THAT IS EXPECTED TO ENCOUNTER TREE ROOTS MUST BE MONITORED BY THE CONSULTING ARBORIST. MATERIAL BENCHMARKS: Temporary Benchmarks:_ TBMjj Rebar w/Red Cap Set Elevation: 836.51 Description: 50 feet south of centerline of 146th Street, 44 feet west of north/south running woven wire type fence along the west Right -of -Way line of U.S. 31, 2 feet south of concrete wall along south side of 146th Street. ReeborZw/Red Cap Set Elevation: 856.75 Description: 640 feet south of centerline of 146th Street, 50 feet east of north/south running fence along the east line of Rolling Meadow Addition, 36 feet north of east/west running farm field type fence. Rebor Cap Set Elevation: 850.44 Description: 290 feet north of Rockberry Road, 120 feet south of north line of Stonehedge Estates, 45 feet west of east line of Stonehege Estates, 50 feet east of a power pole, 56 feet southwest of a gas marker. TBMJ4 Rebar w/Red Cap Set Elevation: 842.53 Description: 350 feet north of the north line of Walters Plaza, 75 feet north of Rockberry Road, 40 feet east of east line of Lot 11 in Stonehedge Estates. TBMlS Rebar w/Red Cap Set Elevation: 830.93 Description: 450 feet north of centerline of Walter Street, 3 feet east of edge of pavement of frontage road, 4 feet west of north/south running woven wire type fence along the west Right -of -Way line of U.S. 31. TBMIJG Mag Nail Set Elevation: 823.78 Description: centerline intersection of Walter Street and Frontage Road. TIBMQ Rebar w/Red Cap Set Elevation: 826.46 Description: 380 feet southwest of entrance of Frontage Road from U.S.31, 95 feet northwest of fence behind a landscape building on north side of U.S. 31, 41 feet northeast of a 5 foot southeast/northwest running chain link fence, 7 feet southwest of edge of pavement of an empty lot. PERMANENT BENCHMARK: Station Name: HAM G-27 Elevation : 817.52 Description: A bronze plate set in the very northwest end of the northest sidewalk of hte NBL bridge on SR -431 over Cool Creek. Also, 0.3 mile south of US -31. 1.3 miles north of SR -234. CAUTION N THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks mode upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - N N W c� D Z Q� Q W Z Q U �~ Q 0 rr Z No UV W _! W Ua U Q WJ ar oV a U Z Q� Z W Qm � Y• m �~ Q n= z N z No UV N Ua J J �(nM� W U U zF-0✓W Q V7 a- W W W W In f/7 to N > > > W W W 1J W Q' M W M �I�2 DRAWING NC21 0. SHEET OF 0 TITLE: ENLARGED GRADING PLAN IN2002.0968.071.C2.1.GP GAwg